A beam with a Support settlement Enample 50 KN 6.25 kN/m C B 8 -54 P = 8,34x10m 2.5m 2.5m →1 I=12-51x105m 4 = 8340 Cm 4

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answerhappygod
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A beam with a Support settlement Enample 50 KN 6.25 kN/m C B 8 -54 P = 8,34x10m 2.5m 2.5m →1 I=12-51x105m 4 = 8340 Cm 4

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A Beam With A Support Settlement Enample 50 Kn 6 25 Kn M C B 8 54 P 8 34x10m 2 5m 2 5m 1 I 12 51x105m 4 8340 Cm 4 1
A Beam With A Support Settlement Enample 50 Kn 6 25 Kn M C B 8 54 P 8 34x10m 2 5m 2 5m 1 I 12 51x105m 4 8340 Cm 4 1 (42.23 KiB) Viewed 52 times
A beam with a Support settlement Enample 50 KN 6.25 kN/m C B 8 -54 P = 8,34x10m 2.5m 2.5m →1 I=12-51x105m 4 = 8340 Cm 4 AB IBC =12510 cm 4 = 207 GPa If the Support B is settled by 10 mm, find the support moments. Draw BMD & SFD.
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